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Home My WebLink AboutGN000.1PLAN SHEET INDEX SHT.DESCRIPTION LIGHT & VENT CALCULATIONS: Turin ROOMSQ. FT.LIGHT REQ'DLIGHT SUPPVENT REQ'DVENT SUPP NOTESFIRST FLOORFAMILY ROOMDINING ROOMOFFICE 36228.9662.7514.4841.8317614.08 15.407.0415.4017013.6040.406.8017.5 BEDROOM 2 14911.9016.306.006.90LOFTBATH 2 246 9.9010.004347.3050.0019.7023.40N/AN/A KITCHEN/NOOK 37830.2462.7515.1241.83POWDER ROOM 3421.2047.6010.6020.60OWNER'S SUITE 265N/AN/A37.4050.00 TOILET 25N/AN/A27.5050.00 SECOND FLOOR OWNER'S BATH 121 SQUARE FOOTAGE INDEX DESCRIPTION OF AREA AREA BATH 3 4347.3050.00N/AN/ABEDROOM 3 16813.4016.306.706.90 BEDROOM 415212.1630.306.0813.10N/AN/A133.10150.00 1 - GENERAL BUILDING & DESIGN REQUIREMENTS 2 - SITE CONSTRUCTION 3 - CONCRETE 4 - MASONRY 1) ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC). ALL MATERIAL AND EQUIPMENT SHALL BEAR THE LABEL OF APPROVAL OF THE UNDERWRITERS LABORATORIES, INC.\P2) ELECTRICAL CONTRACTOR SHALL VERIFY SPACE REQUIRED FOR METER INSTALLATION BEFORE CONSTRUCTION AND SHALL NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES.\P3) VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES WITH MANUFACTURER SPECIFICATIONS.\P4) GROUND FAULT INTERRUPTS SHALL BE LOCATED PER THE NEC.\P5) ALL SWITCHES SHALL BE INSTALLED AT 3'-2" ABOVE FINISHED FLOOR TO CENTERLINE OF SWITCH UNLESS NOTED OTHERWISE.\P6) ALL CONVENIENCE OUTLETS SHALL BE INSTALLED W/ CENTERLINE OF OUTLET LOCATED 1'-3" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.\P7) ALL CONVENIENCE OUTLETS WITH SWITCHES TO BE SWITCH AT TOP ONLY.\P8) ALL EXTERIOR WALL BRACKET FIXTURES SHALL BE INSTALLED AT 5'-6" ABOVE ADJACENT DOOR SILL HEIGHT TO CENTERLINE OF FIXTURE.\P9) APPROVED SMOKE DETECTORS SHALL BE LOCATED ON EVERY STORY OF THE DWELLING UNIT AS PER IRC SECTION R317 (SEE SHEET 6.XXX FOR LOCATIONS). WHERE MORE THAN ONE DETECTOR IS REQUIRED THEY SHALL BE INTERCONNECTED. POWER SOURCE SHALL BE BUILDING POWER w/ BATTERY BACKUP.\P 8 - DOORS AND WINDOWS 15 - MECHANICALS 16 - ELECTRICAL {\C256;1) WINDOW CALL OUT PER WINDOW SCHEDULE VERIFY WINDOW }MANUFACTURER{\C256; WITH PROJECT MANAGER\P2) REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HT. AND VERIFY W/ ELEVATIONS AND CORNICE DETAILS \P3) TEMPERED GLASS SHALL BE USED IN ALL HAZARDOUS AREAS\P4) FRONT DOOR WIDTH AS REQUIRED BY CODE\P5) GARAGE DOOR AS REQUIRED BY CODE\P6) EMERGENCY - SLEEPING ROOMS SHALL HAVE AT LEAST ONE EGRESS OPENING OF NOT LESS THAN 5.7 SF AND A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. \P\P}\P\P {\C256;1) ALL EXTERIOR BRICK MUST MEET ASTM C-216 FOR "SW" CONDITIONS\P2) MASONRY VENEER TO BE ATTACHED TO SUPPORTING WALLS w/ 22GA x 7/8" CORRUGATED METAL TIES AT 24" O.C.\P3) FLASHING BEHIND MASONRY SHALL BE 14# BUILDING PAPER OR FELT OR APPROVED EQUAL ATTACHED TO THE SHEATHING TO PREVENT MOISTURE PENETRATION. \P4) WEEPHOLES SHALL BE PROVIDED ALONG THE OUTSIDE WYTHE OF EXTERIOR MASONRY WALLS AT 33" O.C. MAX, SHALL BE A MIN. OF 3/16" IN DIAMETER, AND LOCATED IMMEDIATELY ABOVE THE FLASHING}\P\P\P 1) SOIL BEARING CALCULATIONS BASED ON 2000 PSF MIN\P{\C256;2) BACK FILL SHALL BE FREE FROM VEGETATION AND CONSTRUCTION DEBRIS.\P3) BACK FILL SHALL BE PLACED IN LIFTS AND COMPACTED IN SUCH A MANNER AS }BACKFILL TO NOT DAMAGE THE FOUNDATION WALLS OR ANY WATERPROOFING/ DAMPPROOFING MATERIALS.{\fArial|b0|i0|c0|p32;\P\Fsimplex|c0;\C256; }\P\P\P 1) FACTORY BUILT CHIMNEYS AND FIREPLACES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS, AND ARE SUBJECT TO MECHANICAL INSPECTION\P2) THE GAS FURNACE USED IN THE HOUSE IS A SEALED COMBUSTION UNIT. 5 - THERMAL & MOISTURE PROTECTION {\C256;1) THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES.\P2) HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS.\P}3) HANDRAIL AND BALUSTRADE (WHERE PRESENT) SHALL BE CONSTRUCTED PER CODE.\P4) ALL REQUIRED HAND RAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS W/ 3 OR MORE RISERS FROM A POINT ABOVE THE THE TOP RISER OF A FLIGHT TO A POINT ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE AT NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5" BETWEEN THE WALL AND HAND RAIL.{\C256;\P5) ALL FRAMING DIMENSIONS TO FACE OF MEMBER OR EXTERIOR SHEATHING, INTERIOR STUDS ARE 2x4 AND EXTERIOR STUDS ARE 2x6 UNLESS NOTED OTHERWISE. }\P6) ALL STUDS TO BE 2x4 SPRUCE-PINE-FIR OR EQUAL UNLESS NOTED OTHERWISE.\P{\C256;7) ALL FIRST FLOOR WALLS TO HAVE DOUBLE TOP PLATES, LAP AT INTERSECTION PER CODE; STUDS @ 16" O.C. UNLESS NOTED OTHERWISE SECOND FLOOR, NON-LOAD BEARING INTERIOR WALLS TO HAVE SINGLE TOP PLATE W/WALLS FRAMED AT 24" O.C. UNLESS NOTED OTHERWISE.\PUSE DBL TOP PLATES ON BOTH FIRST AND SECOND FLOOR - ALL PARTITIONS - LAP AT INTERSECTIONS \P8) AT EACH WALL OPENING ADD 1/2 THE TOTAL OF STUDS DISPLACED TO EACH SIDE OF THE OPENING (FULL HEIGHT). AND USE ONE TRIMMER STUD BELOW THE HEADER AT EACH END (U.N.O.) }\P9) STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED, OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED PER MANUFACTURERS REQUIREMENTS..\P10) THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES (38MM) OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES (76MM) ON MASONRY OR CONCRETE.\P11) MULTIPLE PLIES OF ENGINEERED LUMBER TO BE ASSEMBLED PER MANUF. RECOMM.\P12) ALL BEARING HEADERS TO BE 2 X 10 SPRUCE-PINE-FIR OR EQUAL UNLESS NOTED OTHERWISE.\P13) ALL 2x10 & 2x12 HEADERS TO BE SPRUCE-PINE-FIR UNLESS NOTED OTHERWISE.\P14) ALL 2x8 HEADERS TO BE SPRUCE-PINE-FIR UNLESS NOTED OTHERWISE.\P15) PROVIDE 1x BLOCKING UNDER ALL EXTERIOR SLIDING DOORS.\P16) ALL BEAMS & HEADERS SHALL HAVE A MINIMUM OF (1) 2x JACK STUD & (1) 2x KING STUD. THE NUMBER OF STUDS LABELED ON PLANS INDICATES THE NUMBER OF JACK STUDS ONLY (UNLESS NOTED OTHERWISE).\P17) THE NUMBER OF KINGS STUDS LOCATED TO EACH SIDE OF EXTERIOR WALL OPENINGS TO EQUAL 1/2 THE NUMBER OF STUDS DISPLACED BY THE OPENING (UNO).\P18) TWO-PLY CONVENTIONAL BEAMS TO BE FACE-NAILED W/2 ROWS 16d COMMON NAILS STAGGERED @16" O.C. UNLESS NOTED OTHERWISE. THREE-PLY CONVENTIONAL BEAMS TO BE NAILED AS ABOVE FROM EACH SIDE. MULTIPLE PLIES OF ENGINEERED LUMBER TO BE ASSEMBLED PER MANUF. RECOMM.\P19) JOIST HANGERS, WHERE REQUIRED, SHALL BE USED WITHOUT ANGLES.\P{\C256;20) HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT RIDGE DOWN TO BEARING PARTITION. CUT ENDS OF RAFTERS SHALL BE FULLY SUPPORTED WALL AND RIDGE.}\P21) {\H1.083x;\C256;LOAD BEARING DIMENSIONAL LUMBER FOR STUDS, PLATES AND HEADERS SHALL BE IDENTIFIED\PBY A GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN\PAPPROVED.\H0.7692x;\P}22) {\H1.083x;\C256;ALL BEAMS INSTALLED PARALLEL W/ ADJ. STRUCTURAL BEAMS TO BE INSTALLED FLUSH UNLESS OTHERWISE NOTED \H0.7692x;\P}\P\P{\C256;\P}\P\P 1) INSTALL FIRE STOPPING AND/ OR DRAFT STOPPING AS REQUIRED.\P{\C256;2) ATTIC VENTILATION SHALL BE PROVIDED AT 1/150th OF THE AREA OF THE SPACE VENTILATED. CROSS VENTILATION WITH HALF OF THE VENTILATED AREA SHALL BE PROVIDED BY RIDGE OR GABLE VENTS AND THE OTHER HALF BY EAVE OR CORNICE VENTS. VENTS SHALL BE PLACED SO AS TO NOT ALLOW INFILTRATION OF RAIN OR SNOW. \P3) PROVIDE APPROVED TILE BACKER BOARD FOR ALL SHOWER AND BATH SPACE\P4) PROVIDE ICE-SHIELD PER CODE \P5) ROOF VENTING TO BE PROVIDED AS SHOWN. SOFFIT, RIDGE, AND OTHER ROOF VENTS TO BE INSTALLED AS NOTED ON THE DRAWINGS & AS PER MANUFACTURERS RECOMMENDATIONS. \P }\P\P 1) THE ATTACHED PLANS & SPECIFICATIONS ARE THE SOLE PROPERTY OF PULTE HOMES INC. ANY UNAUTHORIZED USE OF THESE PLANS WITHOUT PRIOR WRITTEN CONSENT OF PULTE HOMES INC. IS STRICTLY PROHIBITED.\P2) PULTE HOMES INC. DESIGNS & BUILDS HOUSING AS SET FORTH BY THE FORMAT AND PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC), AND THE NATIONAL ELECTRIC CODE (NEC). ANY NON-CONFORMING DOCUMENTS DISCOVERED BY THE CONTRACTOR OR HIS AGENTS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF PULTE HOMES INC. BY CALLING 847-230-5400.\P3) THESE PLANS ARE SUBJECT TO MODIFICATIONS TO MEET CODE REQUIREMENTS AND/OR TO FACILITATE MECHANICAL/ ELECTRICAL/ PLUMBING INSTALLATION AND/ OR TO IMPLEMENT DESIGN IMPROVEMENTS. ANY INTENTION TO MODIFY THESE PLANS MUST BE APPROVED IN WRITING BY PULTE HOMES INC.\P4) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS, INSTALLATIONS, OR FABRICATIONS IN THE FIELD PRIOR TO EXPEDITING THE CONSTRUCTION OF SUCH WORK. FIELD VERIFY ALL DIMENSIONS - DO NOT SCALE DRAWINGS!! CONTRACTOR IS RESPONSIBLE FOR SURVEYING THE PROJECT AND BECOMING FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK INCLUDING BUT NOT LIMITED TO SITE AND SOIL BEARING CONDITIONS. \P5) ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, DISCREPANCIES, OR OMISSIONS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND/ OR FABRICATION OF THE WORK.\P6) MIN. SPREAD FOOTING DIM'S SHALL BE IN ACCORDANCE WITH THE TABLE 403.1, IRC-SEE ENGINEERING DRAWINGS.\P\P\P\P\P \A1;1) ALL CONCRETE EXPOSED TO EXTERIOR ELEMENTS SHOULD BE AIR ENTRAINED 4-6%. \P2) SLOPE ON DRIVE SHALE BE NO LESS THAN 2% OR 1/4" PER FOOT. THE FRONT STOOP SHALL HAVE SLOPE EQUAL TO 1/8" PER FOOT. \P3) COLUMN DIMENSIONS ARE FROM CENTER OF COLUMN TO CENTER OF COLUMN OR EXTERIOR FACE OF WALL.\P4) BACK FILL SHALL BE FREE FROM VEGETATION AND CONSTRUCTION DEBRIS.\P5) BACK FILL SHALL BE PLACED IN LIFTS AND COMPACTED IN SUCH A MANNER AS TO NOT DAMAGE THE FOUNDATION WALLS OR WATERPROOFING / DAMPPROOFING MATERIALS.\P6) MUD SILLS SHALL BE TREATED MEMBERS AND SECURED BY ANCHOR BOLTS AND/OR STRAPS AS SPECIFIED IN THE DRAWINGS, DETAILS, AND SPECIFICATIONS.\P7) CALCULATIONS FOR COLUMN PADS BASED ON 2000 PSF SOIL BEARING.\P8) ALL FOOTINGS TO BE POURED USING CONCRETE OBTAINING A MIN. 3000 PSI COMPRESSIVE STRENGTH @ 21 DAYS\P9) ALL FOOTINGS AND BASEMENT WALLS TO BE POURED USING CONCRETE OBTAINING A MIN. 3500 PSI COMPRESSIVE STRENGTH @ 21 DAYS \P10) ALL BASEMENT & GARAGE FLOORS TO BE POURED USING CONCRETE OBTAINING A MIN. 4000 PSI COMPRESSIVE STRENGTH @ 21 DAYS.\P11) A 3'X3' PAD IS REQUIRED OUTSIDE EVERY EXTERIOR DOOR. THE MAX. DIST. FOR THE PAD TO THE TOP OF THE\PSILL SHALL BE 8 {\H0.7x;\S1/4;}". DOOR HAVING DIST. GREATER THAN 8{\H0.7x;\S1/4;}" SHALL HAVE STAIR TO GRADE. 6 - FIREPLACE{\C256;1.) THE HEARTH AND THE HEARTH EXTENSION SHALL EXTEND A MINIMUM OF 36" FROM THE BACK OF THE FIREBOX TO THE END OF THE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL EXTEND AT LEAST 16" IN FRONT OF, AND AT LEAST 8" BEYOND, EACH SIDE OF THE FIREPLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 S.F. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT OF, AND AT LEAST 12" BEYOND, EACH SIDE OF THE FIREPLACE OPENING. (SEC. R1003.10, INTERNATIONAL RESIDENTIAL CODE)\P2.) }THE CHIMNEY PROVIDED IS NOT CONSTRUCTED OF CONCRETE OR MASONRY AND ACCORDING TO THE \PDEFINITION OF IN THE SECTION R1003.1 IS NOT MASONRY CHIMNEY. THE FIREPLACE IS A FACTORY BUILT GAS\PFIREPLACE. THE CHIMNEY WILL BE CONSTRUCTED OF 2X FRAMING MATERIAL AND SUPPORTED BY THE \PHOUSE FRAMING AND WILL NOT REQUIRE FOOTINGS AT THE FOUNDATION.\P{\C256; \P }\P\P\P\P BEDROOM 20616.4811.98.246.5FAMILY ROOM 1,067 42.686.585.3611.9BASEMENT BATH 4549.550.00ART. LIGHT/MECH PROV.ART. LIGHT/MECH PROV.ART. LIGHT/MECH PROV.N/AN/A {\fMS Sans Serif|b0|i0|c0|p0;0.00 COVER SHEET\P\P1.30a FULL BASEMENT FOUNDATION PLAN \P2.00a FINISHED BASEMENT PLAN\P2.10a FIRST FLOOR PLAN \P2.20a SECOND FLOOR PLAN \P\P3.30a BUILDING SECTIONS, WALL SECTIONS & DETAILS\P3.31a BUILDING SECTIONS, WALL SECTIONS & DETAILS\P\P6.10 FIRST FLOOR ELECTRICAL PLAN\P6.12 SECOND FLOOR ELECTRICAL PLAN\P6.13 PLUMBING DIAGRAMS\P\PA3-3FB.3 EURO COUNTRY - FRONT & REAR ELEVATIONS, ROOF PLAN & ROOF \P TRUSS PROFILES\P\PAD.01 STANDARD ARCHITECTURAL DETAILS\PAD.02 STANDARD ARCHITECTURAL DETAILS\P\PS-1.0 1ST FLOOR FRAMING PLAN\PS-1.1 1ST FLOOR FRAMING PLAN S-2.0 2ND FLOOR FRAMING PLAN\PS-2.1 ROOF FRAMING PLAN\PS-3.0 ROOF FRAMING PLAN\PSD.01 STANDARD FOUNDATION DETAILS\PSD.02 STANDARD STRUCTURAL DETAILS\PSD.03b STANDARD STRUCTURAL DETAILS\PSD.04 TYPICAL DECK DETAILS } PORCHTOTAL AREA UNDER ROOF FIRST FLOORTOTALGARAGE SECOND FLOORBASE PLAN ANSI STAIR \pxqr;2398\pxqr;655\pxqr;45\pxqr;3098\pxqr;106 \pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxqr;2194\pxql;SQ. FT.UNFINISHED BASEMENTFINISHED BASEMENT \pxqr;1474\pxql;SQ. FT.\pxqr;3922\pxqr;703 INDIANA DIVISION - LOT 23 Heritage at Springmill SIMONTON WINDOWS PERFORMANCE DATA WINDOWSR VALUE U FACTOR SHGC VTARGON WITHOUT GRIDS3/4" LOW-E 270/CLEAR 3.13 0.32 0.28 0.54 ARGON WITH GRIDS3/4" LOW-E/270 CLEAR 3.03 0.33 0.26 0.48 SLIDING GLASS DOORSARGON WITHOUT GRIDS3/4" LOW-E 270/CLEAR 3.450.29 0.29 0.57 ARGON WITH GRIDS3/4" LOW-E 270/CLEAR 3.23 0.31 0.26 0.50 Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 46032........................... PLAN NAME SHEET PRODUCTION MANAGER DATE / DESCRIPTION NPC PLAN NUMBERLAWSON PLAN ID GARAGE HANDING REV # NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS INITIAL RELEASE DATE:CURRENT RELEASE DATE: (c) Copyright Pulte Home Corporation - 2019 Suzette Schuette3/30/2015 GARAGE RIGHT 3007-Turin TBD LOT 23 04/18/2019 PLOTTED: April 19, 2019 / Annie Lee / 3007-IN-HPNS-COVER.DWG Cover SheetSpecifications & General Notes0.00 05/01/19 Mike Sheeks